• Proceedings of the KIEE Conference
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• 2008.10b
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• pp.458-459
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• 2008

이 논문은 자기부상열차 속력에 따른 부상제어기 성능을 분석한다. 현재 실용화 사업은 시속 110km/h 속력으로 부상공극 8 mm 기준으로 상하 3 mm 이하 변화를 목표로 개발 중에 있다. 부상제어기의 안정성에 영향을 미치는 외란으로는 가이드웨어 처짐, 크로스아암에 의한 레일 처짐, 레일 불균일, 레일 연결부 단차 등이 있다. 이러한 외란이 복합적으로 작용하지만, 설계 단계에서 각각의 영향을 단순화하여 독립적으로 그 영향을 분석할 필요가 있다. 본 논문에서는 차량속력에 따른 가이드웨어 처짐이 부상제어기에 미치는 영향을 분석한다. 하나의 전자석과 유연레일을 모델링하고 상태궤환을 갖는 제어기를 제안하여 속력에 따른 부상공극 변화를 관찰한다. 모의시험 결과 12 mm 레일의 휘어짐 상황에서 속력에 따라 부상 공극 변화가 커지지만, 실용화 사업의 목표를 달성함을 알 수 있었다.

• Proceedings of the Korea Concrete Institute Conference
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• 2009.05a
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• pp.253-254
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• 2009

This study was conducted to estimate deterioration reason of jointed concrete pavement. Image analysis tests were performed according to ASTM C 457 using concrete core specimens. Durability factors were estimated according to spacing factor, which is related with air content and air-void information. Test results show that spacing factors of most specimens were estimated above 250$\mu$m so that investigated concrete pavement has the problem of freeze and thawing resistance.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2010.04a
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• pp.762-765
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• 2010

본 연구에서는 원전격납구조물과 같이 고품질을 요하는 콘크리트의 내구성설계 및 관리에 필요한 구조물 건전성 평가시스템 구축의 일환으로 콘크리트 미세공극구조 형성 예측 프로그램을 개발하였다. 개발된 미세공극구조 형성 예측 프로그램은 콘크리트의 강도 등과 같은 역학적 특성 및 유해이온 확산거동 예측에 활용되는 부분으로서 기존의 연구결과로부터 개발된 모델식들을 바탕으로 개발되었다. 개발된 프로그램은 콘크리트 시험체로부터 구하여진 MIP 실험결과와 비교해 보았으며, 상관성을 검토하였다.

• Proceedings of the Korean Nuclear Society Conference
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• 1997.05a
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• pp.350-355
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• 1997

PWR 사용후핵연료 집합체를 운반하기 위한 대형용기는 다층구조로 구성되며, 충과 층사이의 접합부에서의 열전달이 발생한다. 이러한 열전달은 고체간의 열전달과 접합부에서의 공극안 기체를 통한 열전달로 구분되며, 후자에 의한 영향을 크게 받는다. 따라서, 2개의 chamber로 구성된 고온열시험장치에 대형용기의 section모델을 넣고 각각의 chamber에 다른 열용량을 유입한 시험을 수행하고 동일조건하의 열해석을 수행하여 열저항계수를 산출하였다.

• Journal of the Korea Institute of Building Construction
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• v.15 no.6
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• pp.597-605
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• 2015

The method of concrete mix design used in this study aims to achieve the identical specified design strength, applying different types and replacement ratio of mineral admixtures and afterwards, fire tests were conducted using the standard time-temperature curve specified in the ASTM E119 to identify the influences of the types of mineral admixtures on the fire resistance performance of high strength concrete(HSC). The least spalling was observed in the test specimen containing blast furnace slag as a partial replacement of cement, while the most significant spalling phenomena were observed in the blast furnace slag test specimen that silica-fume was added in. In particular, the reasonable volume of spalling was observed when solely replaced by silica fume. However, the influence of the cement replacement by silica fume and blast furnace slag on the increases of spalling can be explained through blocked pores by the fine particles of silica fume, leading to decreases in permeability.

• Journal of the Korean Recycled Construction Resources Institute
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• v.4 no.1
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• pp.68-75
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• 2016

The present study evaluated the mechanical properties of open graded asphalt for semi-rigid pavements in order to determine the mixing proportion experimentally. A total twelve types of basic mixing proportions were set up and mechanical tests such as marshall stability, porosity, permeability, and cantabro loss were conducted based on Korean standards. From the tests results, it was found that the marshall stability in case of straight and modified asphalt increase up to the contents with 5.0% and 5.5% respectively. The porosity and permeability of asphalt tended to decrease as the asphalt contents increase, the coefficient of correlation between both were estimated 86%. The increase contents with asphalt range from 3.5% to 6.0% tended to decrease the cantabro loss and the modified asphalt enhanced the resistance of cantabro loss with range from 18.8% to 33.1% than straight asphalt under same asphalt contents. In comparison with test results and quality standards, it was concluded that the modified asphalt content of 4.5% is effective to adopt for open graded asphalt.

• Tunnel and Underground Space
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• v.30 no.3
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• pp.242-255
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• 2020

The numerical simulations of Heater Experiment-D (HE-D) at the Mont Terri rock laboratory in Switzerland were performed to investigate an applicability of FLAC3D to reproduce the coupled thermo-hydro-mechanical (THM) behaviour in Opalinus Clay, as part of the DECOVLEX-2015 project Task B. To investigate the reliability of numerical simulations of the coupled behaviour using FLAC3D code, the simulation results were compared with the observations from the in-situ experiment, such as temperature at 16 sensors, pore pressure at 6 sensors, and strain at 22 measurement points. An anisotropic heat conduction model, fluid flow model, and transversely isotropic elastic model in FLAC3D successfully represented the coupled thermo-hydraulic behaviour in terms of evolution for temperature and pore pressure, however, performance of the models for mechanical behavior is not satisfactory compared with the measured strain.

• Journal of the Korea Concrete Institute
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• v.18 no.1 s.91
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• pp.65-71
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• 2006

Concrete has a void, which exists as one of defect in concrete. If the porosity of concrete increases, durability of concrete decreases. In this paper, to improve surface void of concrete, surface penetration sealers are applied to specimen. And, it were investigated that the resistances of chloride penetration and freezing and thawing for concrete with surface penetration sealer of two types. According to the results, surface penetration sealer has not show a harmful influence on strength and resistance of freezing and thawing. Surface penetration sealers were effective in the resistance of chloride penetration.

• Proceedings of the KIEE Conference
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• 2008.07a
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• pp.667-668
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• 2008

현대 산업사회의 특징은 대용량화와 고속화에 있다. 전력부분에 있어서도 예외는 아니어서 초고층빌딩, 대단지 아파트, 공장, 위락시설, 병원 등 대용량 전력부하가 급격한 속도로 증가하고 있다. 특히 전력부분에 있어서는 대용량화와 동시에 경량 및 부피감소의 요구가 증대되면서도 신뢰성 높은 전력 품질 또한 요구되고 있다. 전기안전의 측면에 있어서 발전소의 안전불량은 전력수용가의 수급 차질로 인한 데이터 전산망, 생산설비의 막대한 재산 피해 뿐 아니라 병원 등에서의 인명피해도 발생시킬 수 있으므로 이에 대한 대책이 꼭 강구되어야 한다. 본 논문은 소용량 2극 동기발전기의 공극자속 파형 특성연구를 통하여 발전기 회전자 권선의 단락고장진단을 위한 예측진단기술을 개발하는 과정의 일환으로 진행되었으며 우선 정상상태의 공극자속을 컴퓨터 시뮬레이션 방법으로 계산하고 이를 시험치와 비교하여 해석 결과의 신뢰성을 평가하였다. 본 연구의 결과를 바탕으로 발전기의 모의 고장으로 발생하는 공극 자속의 특성을 연구하여 발전설비의 안전 확대에 기여할 것이다.

• The Journal of Engineering Geology
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• v.17 no.1 s.50
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• pp.41-47
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• 2007

Geotechnical Phenomena such as landslide, groundwater recharge and groundwater fluctuation due to rainfall can be explain to use a dielectric response and infiltration variation by the movement of a wetting front in the subsurface. The infiltration of a wetting front is infiltrating to the connected pores which are distributed in unsaturated soil. In this study we carried out to laboratory experiment of a vertical infiltration column test using ethanol mix-ing tracer which has same the specific gravity of water. All physical values are detected to use a variation of dielectric constant and calculated to use a dielectric mixing model and tracer test model. This dielectric method measured by each dielectric constant of geological soil porous materials should be of for the geotechnical information and useful a field monitoring technique for detecting the variations of the volumetric water content and the wetting front, which are insignificant the key parameter to understanding the landslide by rainfall.